SS9701-LR 931109MAXIM ENGINEERS, INC. 2342 Fabens · P.O. Box 5990~ · Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date
Project Name
Density Test Method
Pro~ Densi~ Req'd
11/09/93 Sample Date 11/04/93
City of Coppell Project Number 0393000626
Grapevine Creek Sewer Branch, Phase I and 11 - PO# 8616 - Grapevine, Texas
ASTM D2922 and D3017 Method of Compaction ASTM D698
95% Project Moisture Req'd --4
Material Proctor Results
Numbe~ Description Mz0dmum Dry Density ~ Op~mum Mofstum %
1 Dark brown sandy clay with calcareous nodules 109.2 16.0
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Contertt (%) Dry Der~ity
35 I
36 1
2' below
grade
2' below
grade
Storm sewer on east bank of creek approx. 103.7 18.1 95.0
150' north of railroad
Storm sewer on east bank of creek approx. 105.1 18.5 96.2
300' north of railroad
All densities meet project specifications unless otherwise noted.
Technician: P. Nichols
/aas
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr. j